Closed-form heave solutions for expansive soils

• المؤلفون الرئيسيون: Rao, R. Rama, Rahardjo, Harianto, Fredlund, Delwyn G.
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2011
• الموضوعات: DRNTU::Engineering::Civil engineering::Geotechnical
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/94608; http://hdl.handle.net/10220/7313
• المؤسسة: Nanyang Technological University

During the past decade, the theory for heave prediction has developed within the context of unsaturated soil behavior and has become a valuable tool for geotechnical practice. The laboratory procedures for testing expansive soils have also been essentially standardized. The heave prediction theory i...